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C ONSTRIJCI li)N JOIN f A )
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A R(0'D AT RNAIC ± N
ROOFS UNIT' , f --+-U-
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AC CONCRCIC POHF
f,' 'I`'•6•
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AV; C UT ( ;N1RO L AJOI(vT
NOTE Al :
uNT:Rot JOINT; OL
NOTE. _
WHERE PIPES ARE MORE THAN ,14' BELOW
BOTTOM OF FOOTING, STEP FOOTING
B Mlh.f IkENrN
SLEEVE
V TF
SLEEVE
NO EXCAVATION FOR - -
PIPE TRENCHES PARALLEL
TO FOOTING BELOW THIS LINE.
UTILITY TRENCH NEAR FOOTING
E
E E
r E T-
1/J MAX . TVP
PJ TYPE 1 (, TYPE 2 (:
NOTES : (I) EFFECTIVE "OAT E - 045 FOR TYPE
2) NEEFFECE THROAT E FJ..S FOP TIFF I:
3) USE E7CO( E[ECYRODESFOR GRADC 40 STCFL
E9OXX FOR A706 STEEL
IV (4) WHEN USED ON BOTH SOES. LVICIN .'N CA11
SIDE t0 BE I/: MINT INDLCAIFD IN TMIT 0'
10/t11" FIELD LCNI
5• CNEYKNL ANALY55 REGU'PFO TO ENSURE
W'ELDABOLITY OF ANY GRACE A STEEL FICHE"
co
Z
yA s
MIN Y,
NOT x_-
AP (CONCRETE)
1) (IININITI ILIN'r "141 (IL SPAIID E,) D'j'.I-ONr NOL DO OLD RIJNIORLNG UNOffl
N('T IANININ APAW [INN OOLMN AN' CUNEII)L UR CONSTRUCTION Jli'NI
GHII' !WE',, ON IN'-tl' MA%wIIM
43 BAR IF
A
fi) fINI`, IFFIC OF SLAM CONCRETE SIU.L
LION2) (IINSINUC. LION .10\15 SHµI L1'Cl k Of GONE AI TER SURFACE REEL II V IF.R AiPUFF? ANO M,,A" IN`. EVAPORATED BENOFIIRTIILNAPART ,IAN 14O' 0. IT
I
i Q
7)
MOISTEN SOB-GRAD( PRIOR In 3) ;;AWEUI I INlk,)L JOIN'S MAY CIE USE, IN
ill,irl (IRILCT-ON: AND SPACING PIACI143 CONCRETE SHAT
I. Off AS IFFULAIED IN NOTE FI. B) APPLf MEMBRANE CURE TO CON(Rf1E 0
IMMFDIAIEIT
AI'1CR CONCREIL FINISHING 4)
SAA'. IIS AIINTS '"AIL BE MADE OPERATION. 5AVF.
DAY AS POUF; Mt, 4r+
EARLY LS RUMBLE PPIQP 10 OR'
ING S.P'NMGf HHC JO,Nt IIAL, !
NE 41 U`•IILI- WIT. AA!fP OR All
I'NLSSURF. IMMEDATFLY AM-. AY.
IM' m
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JIIJU)d EFE'c ?I. ;f E k AP (
CONCRETE) T'
P' ! FIvE ^ PE 11 P! AMSi. E 2 E LF:N.I' 4' N`M•'4. L, 43
BAR IF A
I E
CATn.
NG 1 %'_Y 1- - :.['U M Ty OF I
10 t I,:.'
N- SLIPPEDFOOTING 5
13: IT I
i Q
4
I
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CONSTRUCTION JOINTS Ol LAP
A ALTERNATE Sit) RD.
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ING,
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SIT, 90 rI NOOK
5/
a, DOL16LE
CURTAIN HAF
SIZi AP (CONCRETE) LAP I.ASONHY) J;
1HPD /h 43 BAIP O (19" MIN) 40 DAf. P r.
Fl J; 43 BAR IF ALB BAR I FRESIRESUG
STEEL 5. -
AN P CATn.
NG 1 %'_Y 1- - :.['U M Ty OF SHALL
BE REWIRED i0R ;,RACE W ST -_L CEP AWS
01 4 -79. SECT" 5. 6)
A706 STEEL MAY BE V5CO IN LT', ':f ;RACE +.. TYPICAL REINFORCEMENT WELDS O REINFORCEMENT CORNER LAPS O lejr(
2-lr WIN I NIT Il
I
BLDG
CONE 04
CGAIELE, b -
S'JBANU PEWT" EE
C L LAIN EEMCI'l -\ R o 5E •.
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VLL BE \ )NTA ,: STIRR.U. PIT Y1 W
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115• MIN) , T'LE m =
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1 c'7E "'f IF
I`
7 -I`910 EIA. I AN, ,
I A AYR:.G_)EAT.II OTIi(tlL [" •1G -F11 • 54 cpR C PSPLTYPICAL
REINFORCEMENT DETAILS V REOUIREO
SPECIAL INSS[CTFOMS N
AD:•r10N TO ME REONAR INSPECIKMS. INE fOLLOWMG CNECIED 1
ON114O MF UNHORN BIAGANG t EW
ACCORDANCE
ArtµMA50N
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r WALL - S
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REINFORCING NOT
US-— II DATUM ELEV - T4
CJWELS 0
Z4" 0/C CON,
1UBNG FER
LAI. 30
EIR B /LAP ..% 175•. . A7
TICS O 24 O,rC 15' MIN. TYP. / 1101
RE09' F CHUM
RDYIBO SOL',
COMPOKM'C PPIOH 1: FCUN_
f10N LNSRECIIfN C-'
O COL - COLUMN C. _ .-. -
CAMBER F - - -
PAD FINDING IDS - - -
TOP Of STEEL SiRUCTP4
CONCRETE OVER 2:
0, PST 0 CYU - - -
CONC. OA%NRF WIT EI - -- --
EXIST Iq FCC - -- -
FAIN OF CONCRETE FRESIRESUG
STEEL 0 CATn.
NG 1 %'_Y 1- - :.['U M Ty OF I
ELD WEEDING I,:.'
N- SLIPPEDFOOTING N4.
SIPEHGM BO1s Q EIPANSION
MCTIORS 4
4L MINK
AW
YIMBER SWEI INN WRIT CONr01tMIN0 /0 AµIY AH2SN 2 ALI MASOrNRT
0 L90140 1
IT.
1CHH FICA 1-1 „S1UM1 '..QE •FIG (UY11111 NI SPONSIII III AO - - - Mc
BOLT HIS - _- - NOT 10 SCALE C-' O
COL - COLUMN C. _ .-. - CAMBER
F - - - PAD
FINDING IDS - - - TOP
Of STEEL CF - - - CUNTINUOVS
FOOTNO E - - - DENIER
UK UN0- - - UNLESS
NOTED OTIRRWSE CYU - - -
CONC.
OA%NRF WIT EI - -- -- EXIST
Iq FCC - -- - FAIN
OF CONCRETE WR- - - WRIT
POINT VIVO - -HARE
WEEOFD MESH ELEV OTOPOt' YOM - - - FACE
W MASOOAY FOS - - - FADE
OF SEW CATn.NG
1 %'_Y1- - :.['U M Ty OF GCB - - -O3J -
LAO BEAM oil - - 0.
0 -UMPUBUN I,:.'N- SLIPPED FOOTING5 SENT
TEAL
S T
R U C T U R A L S T S S L 1 1 IT. 1CHH FICA 1-1 „S1UM1 '..QE •FIG (UY11111 NI SPONSIII III 1 SIPIC
TUR4 SI([L NWl CUMULUS TO A51M AI {, UNLESS NJI(U F FOP JUHUlf COMP IT., pIRIM; NN msl O C(NSHIU, 1 %IN, O,NRTRSE.
I fl('JURIWNI SIWL MPLY CRWINIIOIASLT AL No, & UY111L STEEL IV
LIWI CONFORM i0 A11M AOOO. GMX b IiI 46 K40 N NORMAL WONNNDINNIRS - 4 4L
MINK AW
YIMBER
SWEI INN WRIT CONr01tMIN0 /0 AµIY AH2SN 2 R Lf IN
1 1 ItW_' DWI, WI WW I 1I' K UNLESS N91ED
ONERWISt, All W1µCONTACT (DOES S Ml R/C(IV( MINIMW S12E KILLET
MAIDS PER A% FUSE[ I I7.2A P 41 *0
TMASrW ANO MAil'RW5 SHALL CONFORM TO TILL tATLSI COTION OF THE
NSC SPt' ;FF CATION FOR MEDVII 1 MORKAWKN AND [
FICTIONOf ST.VC70RA1 STEEL FDA B."DN05' 9 4l STWILTURAL
SHEL IXNISID 10 EARTH SATL HAIL 3' CONCRETE CCrvCR STRUCTURAL WOOD
I - *
OLD MEMBERS
SHALI BE OA;OLAS FIR (OF) OR TAROT WADI` MARKED BY A
RECOGNIZED OkI 4:(NCI (*CIA. AWPA, OR ALDO) 2 PLIWCTOD VIIAIMWG [µAEI BE IIOI1GlA5 FIR CONFORMING TO PRODUCT STANFORD PSI -
BS'.
AND
STULL BE NW)j WAKED B. APA 3. WOOD CRAMS (
UNLESS NOTED OINEMRSCI IA) FOR HCRYOWN.
WEARERS JOISTS AND RA iNS -- -- GRADE 7 DEWS AND SfRINXRS--
GR4LC I LEOXRS - -- -^ - CRAG[ I
R) FOR VERTICAL
MEMBERS 2X4 SCUDS- CONSIRVEI ION GO F 2X5 AD LARGER
STUDS - GRADE I`2 POSTS ANDTIMBERS - -
GRADE 01 4 LunII10. FOICNNG
OR DRILLING OF BEWS OR JOISTs TO bt RERYLMCD ONLY AS
OEINLED OR APPROVED BY TIN. [NGINEFR 5 UM[$S
OTNERAW SPEOIRD. ALL NAILING SHALL CONFORM TO ME 1991 ENTICAN
OF ME u5C B ALL NAILS
SIWL BE STANDARD COMMON NAILS. UNLESS NOTED OMERRSI ALL BOLTS
FOR
WOOD rONN SMALL Wl BE A307. GRADE A R ALL S1lIS
OR PUTCS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOF'
IAS M SOLIS SHALL M -LACED 9' FROM IN L
END O A BOARD OR FROM A NOTCH AND SPACED Al INTERVALS WILD 9
ALL RELY
HEADS AND NUTS CUING ON WOOD SHALL HAVE STANCARO CN WASHERS ALL
BOLL HOLES IN WOOD STWIL BE DIALLED 1/3: pAULTER LAPGFR THAN
NORMµBOLT DIAMETER 10 ALL FRAMING
HARDWARE SIWL BE AS MANUrµTUEO Bf'SIMP.ON COMPANY OR ENGINE ER
MPROVED COWL. 11 PROVIDE DOUBLE JOISTS
UNXR ALL PARALLEL PARTITIONS, . 1; MOVLUE &eCATNO OR
BRI AGNil PER ;,:TEST EDITION Or INE UBC 13. TOP PLATES
VF
ALL WOOD STUD WLS TO BE 2 -2X I`2 (SAC "ON ASSTUDS), UNLESS CINEMATIC
NOTED, LA 46' (WMMUY) WTI. NUT LESS IF" 6-16D
NAILS AT EACH LAP AND Hot MORE T- t2- BCIWTION µSRS AON(SNES
USED FOP
ANY FIELD GLUING SHALL CONFORM f0 APA 111ITINA ANCE SPFCAT-TICL .0 -01 CLUE LAMINATED WOOD 1.
YAIERWS WMUIµrURE. AND
DUALITY CONIROL tM SINOC'UM TIED LANIHArDo TIYBEP SHALL BE
IN CG:: %URNW t MTN ALAFRY/JN NAIUNA_ $TADAfD ANSI /µ1C A190.
1_ 1953,'SCRU[TORAL GLUED IAMNAICD FR9EFf, ATr ARC 117, -
DESIGN AND VANCTIACMRNG• 2 ALL Qu -CAM BEAMS
SIWL BE FABRICATED USING EXTERVR GIUE I*AIERWR001) ACE. GLU -TAM
SCAMS SHAiIMN NECOPONNCE WTIH UB( aME 23 -I -C -I ANDSMALLRAWMEFOLLOWING (COMBINATION SIMPLE SPA 5.125' R
PACTU _. - - - 2N -V4 O/IR SIMPLE SPA 3.125' M
NNBOWEN- _ _ 4F -V5 GF /HI FAEOILEVER 5125* 6 MD[R__ __ - -
24r -V6 OF /O CAN14.EVSR 3125 A HAMg1ER- - -
2N -VII Of /HI` 4 WNUFAC1uRP O CO DM
BUYS iµ41 P MEMBERS W11µA`. I D MRTR O A OAALIFIED
CENTRAL INSFN ?,GN O ANYATON AD ECERDF TE O COROAIAAN'E 'HALL
BE WSMIM[D 10 -•t< IALLKNG NSPECI,CA, DEPARwENI AJ ENGINEER
PR1OP TO A11pM • , ASIAV ALL DIPOSCO &U LAM
EAUSSHALLCONFORM TO VITIATOR EXPOSED COINDRION PER URF CROW P. LDNC
COX SECTION 23127PRErASRICATEO WOOD JOISTS 1 AND JOISTS
STMIL BE AS
CALLED OUT ON PONS AND SNAIL HALL A CURRENT ICOO. ACCEPTANCE 2. COSTS SHALL
BE FACTNNI UWUFACRJRED
IT. A $IPLYrLIR4 LFJ.,E PLYNOOD Wi3 OP ORIENTED SIRAM) GUARDANDU'CHV -LW IULNCER UP MACHINE STR:S P•TD
LUMBER ITA,WES CoIUZNG WATEPPROCN hrr GLUES 3 :O5 1S SHALL
bE FAB
V, I(D IN A FROPERL' [1 -1110 YAM'OF411RHNP FAClllh APPROVED rCk rVIO
CAivM FN THE IBC AND V%VF THE SU
EROSION O A fFARD PAIN11 FNSPFCNON AGENCY 4, HE JCISIS SYWI PE
SIZED
AND XTYED TO to TT.r DIMENSIONS AND LOADS NDMATED ON INC PLANS
ALL DESIGNS SMALL BE IN ACCORDANCE ON ALLONLBU VIA, s WD
SECTION PPLP(RT,ES ASSUIED AND APPROVED Br NE UBC
5 JOSI FABRr.ATOR SH4l SUBMIT
CAaCXA'LONS AND 1"-P C,VANGS, SIGNED BI A'4R(
L9.1 REGTSTERD CARL ENGWEER. INA REVIEW PRIOR TO 1 BP,
1.AD N BI ME CHIOFSO.TM :ATE &CG MIT 6 THE .0SIS M[ 10 P(
ERECTED A0 INST4LLD N ACC(IFDNN'E Mr. ME PLANS. SHOP COMMIT. AND
TRUES YNrurA, iWER'5 REDOWALMDATIp*S (PECTIOM BALING N ADEVION
TO SP(•4'I(D BROW, IS 70 BEPRCn'OED
Tn KEEP ME JOSYS STRAAI AND FLOW, AS RECAPPED -I- 0 W
ASSURE EOWIE LATIPAI S IPCTT FORTHE 1 W, IWZANVAC J'- MG
HE EMTwESYSTIYUNTILSIUINTOWMATE4WNAS BEEN ANSDN A0. 7
TO..", COF,rROCTON "yGS ANCH
CAUSE STRESSES BCID XSTON IRA'S KHE NOT PEPLED, 5 (PUSS r.p. LTOP SIW,
DESIGN IOP, CTOINUAI[ WD IIRF)1 OPEMNLS N NlO OP FLOOR WON
Ni I•, µTRACTOR _CAP TO A,,. AND ERECTION A N75S FUNINATR
SNAIL XSJN IRI,
aSLS FOP WCTYNCW UPWNT LOADS AND MECNWKK EOUPUEM SOTION$
ON PONT 1U FLOOR AOSTS SOIL 4TSry A
M.NYUM LIT LO':. XILECY,ON CNT[AIA CF SPAN /
600 STRUCTURAL OWSERITATICN I. SIPUCTUPA. OBSVVATGN5 Br
W NXPEVXNt (
M:WEER ACPOWTED Bt THE ENCRRFP V PELONO
U IN( ENONEER OF RECOAD SHALT M KINDS
AT THE `MI -IIS O THE OWNER TO "I THE CONSMO.IIOM
NINE ,VE, S7RUCTORAL OBSERVATION IS IRE W1 OBSCRU?TIGN
OF •AIL ,.1IYENIS AND CONNECTIONS OF iM STRuCTURAL ISTEM A•
CCNSTPjCTCTN STAGES. AND THE COMFTLVID STRUCIWE FOR
GENERAL :ONY iPWMCE TO TIC APDPCN'EU 9,AINS
AND SITE IFHA1gNS STRUCTURU OBSEWATgN DOES Not WAS NE
RSPaWJBI•r, TOP NE NSPECTI AEOVRED or THE SOLOING INSPECTOR '
IQ T.E DEPUTY NSKCTCA(S) INC QWNIER SHALL E-.
01 AOI'
L OF STRUCTURAL ENGINEER CP ARCHITECT. ROSTER, N ME SNAIL Of CA.UFOP•IA, t0 PERFORM TIE SIRMCTURA_ OBSERVATION 3. LV'D[NCE OF
EMPLGIWNT
91 TN( OAIIER SHALL M "' INXI 11 ME LADING :HS CIO- SErORE THE FIRST
Sn MSI ME OWNER SHALL BE NAL•E AWARE O K TOUREDPPCCOMSIRUCT101NWfl,W 10 Of PRESIDED OVER BY ME SM.:TWAL OBSLRVER
4. W MC PRECONCRtN[E UCETHG,
AMERCED N ME OhEPA1 CONTRACT -A. AmROPR'ATE SUBCO,.PACIGFS. AND OfPUEI
INSPECTOR`., THE MLA,CR N N urmlS AD COMirCYONS WNCNREOuRESML:CTUFAL OBSERVATON RILL BE TMNIIFLED ARECCAD
OF THIS MEETING SNAIL BE INCLUDED N THE FIRST 00' WATION
REPORT 5. REQUIRED OBSEMAD NS ARE 10
OCCUR AI THE r(FLICWNO STAGES Or CONSIPHCTIDN AS AMIN WAD. APRIORTOPLACEMENTOFCONCRETE
TOR ME FAST FOUNDATION POLAR B. PRIOR TO THE
FR$T
AD THIRD GREAT' LIFTS N AM' CALRY A-$ C. UPON COMPLETION O ALL STAT47 -
JPx ASPECTS Of 'HE PFIVECI BEFOREM MCNIECTU: FINISHES ME PLACED
6. AINFINITE. PR[PAR D,
CM JSDO.P OBSERIAIICW FOPMS to' EACH SIGWr1GWT'TAGE OF COHSTRUFCTION OBSERVED. UMIL
PE SOBWIIED TO THE &PRONG WSRCTOR'S MCC
THE FORMS SHAM BE WET SIGNNED AND SCANTED By THE RESPONSIBLE
STRUCTURAL 09S17RIER ONE SIGNED COP' OF THE REPORT
SHALL BC ATTACHED 10 ME APPROVED PLANS AND SRCU'iATGk'. OTHER
CORES "HALL BE FROAXD TO ME OWNER. CONTRACTOR, AND
DE -- INSPECTION A FINAL I]BSCRVRgM REPORT OUST
BE SUBMITTED MITI ON SNOAS THAI OBSERVED DEFiC04CLES WERERESOLVED AD ME
SRUCIURAL SYSTEM OFNERALLY CONFORMS TO THE APPROVED PLANS
AND SPECIFICATIONS B IF ME OWNER ELECTS TO
CHANGE ME STRUCTURAL, OBSERVER OF RECORD INE OWNER SHALL P) NOTIFY THE
WILONO INSPECTOR N
WRITING BEFORE THE NECK INSPECT". 6) Col. AN ADOMNa4
FRECONSMNACTION MEETING.
AN C) FUFINHSH THE REPLACEMENT STRUCTURAL OBSERVER ..
IN A COPY Of ALL PREVIOUS OBSERVATION
REPORTS. THE NEW OBSERVER SNAIL M RESPDNSSUE
FOR APPROVAL Or ME CORRCIION M ALL THE ORDINAL OBSERVED
NOTED DEFICIENCIES 9. MC EN}MEDR OR ARCHITECT
Or RECORD SIWL DEVELOP ALL CHWJXS TO THE STRULTURAL SYSTEM. seAe nLr
w De .-. reDR' W
l"o ARD LOST 01
riruueu AS +te 8 AO (µGRITEP 14YfUNTEIT O
Al1Y
pSCPIPAC1IS ALI py15$RNS AD fONRIi CS
RfIW CN IN' vARgUS VOIR, WIi W IN[ *LANCING OHAWWUS
AND /
M SP(
UIICAIKWS tlWC, BE UHWQN IO 1H( A"OOIDN OR INE "'
HIT"I ANn fNWNCIR Xr(W!' I RU _f FU NG W'INMDRK50PNaNONRESOLV/ ANY CUNfLX • ON ,H
DRAW FIGS it, I ". AYHILEC, AND EN(ANVP BEFORE PWLIEDWU Wlll COIL
II ,µ:!ION 6 THE CONTRACTOR SIWL UITEFMIN[ THE DOCADON W UIIUh SEIMCCS IN THE MCA 10
DI EILONAIED PRµ1N IU IIEDINMNC E%CAVAII'N NO µRS, UUCIS.
SI(M5, CHASES,
ETC SALL 1!L RACED M SIMS, OFAS. OR WALLS UNLESS SPECIFICALLY
SHOWN UP MIIED NOR sHALL ANY 51RUCtum WOBR or
CUT rm PPES. mm, OR OTHER IIFM% UNLESS ON IS( %'ED
CONTIW TOR SHALL OBIAW PRIOR APPROVAL FOR IISIACCAIION or µT
ADDIDONAL hpfS BLEIS. OR DINER IIEMS REFER 10ARCWIECRIRAtACWCHM" MWU OMS FOR LOCATIONS. B ALL
MATCRWAND WOFAMAMSINP SIWL
I'NIORY 10 THE PE ANRLMENIS OT.E CTEST MOTION O
INC UNIFORM BVILDINC COO (410.[ ) 9 SPECIAL E INSPECOON PER SEC
1701 MME uOC 6 A hl SMuCIIIPAL FI(,[ WELDING, IWLUfWHL
WELDING 01 j SIRUCIURVE STEM, RGR:fORCNG STEEL AND
SLID, DECKING L WELpM: NO PERFORMED IN ?HE HELD
SMALL, HE DONE IN A APPROVED MINI" PS _` D INSTM1tC)NAND1NNIINRROOPE41110RS
FOR All .IC.- STRENGTH FRIODDN KA'ING (A1211). I
INST_ FIT AND TIGNIENIK OPERAIgNS
Fop NY.µ '.TRH W.N ACHI IR BDLIS. D DUWNL
INE TAKING OF
TEST SPECIMENS AND I'LACINO OF ALL HEINFOREO CONCRCTE, WIN MC EXCEPTION
OI rOVNNIDIN CONCRETE WNCN THE STRUCTURAL DESIC,
N i1REILN IS AND GREATER T-R F C -
2500 PSI WNNG TINE PLArFY(NT Or
ALL YA$OHPY UNlf S'. SPLCIFLONAY - -- INofAIED AS MIDI PEWRNNO SPECWINSPECHO, r WRING INK: HATING OF
HIGH -LOAD DWHPADMS YnIH J/C ' PLTSA OD AND STAGGERED NAILING
PER ICBO REPORT NO 1952 L REINFORCING SITE l
A
PRESTRESSING STEEL WRINGALL STRESSING O TENDONS IN IIKSIPESSEO CONCREIC
1H. DVNNC ME APPLMAIION O
INSUUIING CONCNETL FILL RNEN USED AS A PMT OF
A STRUCTURAL S61EM I SPRAY -MfLEO FREPROOrPIG AS
PCOUTRED BT UNIFORLr WILDING COX STAN W 7 -6
1. ALL SHOP WELDING SHALL
X DONE N A MPRlICO IABATIATORS 10 DESIGN BASED ON 1994
ENT" O UNIFORM BUILDING CODE II SEISMIC BASE $.EAR CMrrcENI
ZC /PP . O 1BJS, E 12. RIND DESIGN VELOCITI . 7O
MPH.. EXPOSURE C rOYNDATION 1. SOL DCSIGN PRESSURE.
B-
1[NU Fr NI ;)[r• E&D fpp -)NCI I' -S 22W PSI` 240o
ITS, 2, BOTTOM O IODPWS SHALL
BE AT LUST IS- BFLOA Lr AEST .-- ADJKCM GSADC J CPAR ACTER
N SO.
L. SEESOTS REPORT B! SOILS S'NHFWESI, INC 597 W LA1ASIT, N
GORTON. U 92324 JOB NO 96067 -F 4
FINSHED IXUVATION SMALL BE
NUT AND TRUE TO LANE WIN ALL .DOSE LATERAL
AND SrAIAW WATER REMOVED I— EXCAMDOMS BEFORE ANY CONCRETE IS
PLACED. EXCAVATIONS HAL X SL (PECKED AND APPROVED BYA OUALURD
SOAS EWNEEP TO ENSURE MPLNhGE WPH ME REWIREYEIRS 6
RW . . FILL YATE IS
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tSE. 2. eIFLL$ 91YLL BE 5OW
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t.:11L uYORM Od
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L To GRWWG. BYpfyICES TT INTERVALNO`BTBEKCEEOWG 2OD BAR DIAMETERS COTT
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WAIL JOINTS SAYLL BE Po/ICfD AT LEAST !• -/' FIgY.EDQE
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SCHFOULF
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4 E0 i
t NTIP
PC NI'v,,CIN. SEE
FOOTING SCHEDULE
FOOTING SCHEDULE
10
POST WHERE
REO'
PEOIIL "OLDIIIIN
WHIEW OCCURS,
SEE PLAN
4
FOR BASE PLATES
0 THICKERHICKER
A R LI N 0
C ON OR 00)(1, (JUT 6 MIN
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SHRINK CROU7
COLUMN PER PLAN
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EUEV PER PLAN) 70 JOINT
1-- '1, MIN SAND
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BOND BPEAXER
ABOVE FOOTING
ni SEE PLAN -9
SIE 11 11NIO1111,11
COLUMN BASE / PAD FOOTING
STEEL WIDE FLANGECOLUMNPERPLAN
t I i At
3'-0C SO PAD
N,)TE:
II "LES ARE AL,61ED 'N 94EAR PANELS -4 SPE'IAL nN71T:ONS
A JD )NLf AALPE SrECIPCALLY HnAN ON 'HE PLANSPANELW:I-H - SEE P-A'—
A TR Y TH % . O.^K NGOLESHALL81NCESEETW/99L I
E-' N,'TE (I EDGE NA-;Ift, ALI AROUND OPENNG
2t PL•h UD MA' EIL -N'TALLED EITHER ENTIRE,, VIRTICAL AS
PP0 . OR,ZONTA,,
31 J SE A - 5 . e'.7 WHERE -D' :IOLL. IV;N wjU711 OF
Al EEGE NAILNC AT F PANELS SHu'_ BE F•ALL MEMBERS
NNECTED TO •1%E)&NS
LEI
A.- -,"ALL •F A %YMJV 0; 3,'13 TO EDGE OFLLifSUPP.ARl- Al[ NEL SHFF'S
I PA
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SHEARWALL SEE PLANS
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P-110 EUE
WHERE OCCURS)--
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j_-I_s CoNt, DOWELS TO PIATCH VERT
FIE,:.
IX P T.D.F. SILL PL. W/ `/S'*
1'2 STR,C I (12./'6)
WALL RE NF IN SIZE AND
SPACING LAI 464 AT.
ANCHOR BOLT, G 4 8r O/C
SHEARHA R WALL
2 X 6 STUDS 0 16• O/C
3/4'0 AE * 32' - 160 6 4'
IICAL BAR',
4 DOWELS 0 24- O/C FACH
2 100 * 4'
4 DAL$ 0 -4-
16'4 AB. a ITS" - 160 0 r
SLAB SEL PLANS
1'2' SfFOC ,32/16
F
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CLR.
2 3TRuc I
SLAB RUNT.
100 0 37 Qd 0 12 8-0 A.B. O 16- - 2-160 a 3' 4 5'?
IC..,l N 1 0
od 111 2'
REITIF
6 24" - 160 9 2 1/2' 1/4 X4 h4
REINFORCING SEE
v
CENT 0
COURSE M 7
FOOTING SCHEDULE
SEE FOOTING
it 5 I SLAB RE-NF.
E; sm
7' b I PEP PLAN
1 I/:'9 1 7/8 X4 X41
D;
FTC.. SIZE & PLINF
PER FTG S C HEDULE
FTC SIZE & II
PER FTC SCHEDULE
POST WHERE
REO'
PEOIIL "OLDIIIIN
WHIEW OCCURS,
SEE PLAN
4
FOR BASE PLATES
0 THICKERHICKER
A R LI N 0
C ON OR 00)(1, (JUT 6 MIN
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SHRINK CROU7
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EUEV PER PLAN) 70 JOINT
1-- '1, MIN SAND
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BOND BPEAXER
ABOVE FOOTING
ni SEE PLAN -9
SIE 11 11NIO1111,11
COLUMN BASE / PAD FOOTING
STEEL WIDE FLANGECOLUMNPERPLAN
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PP0 . OR,ZONTA,,
31 J SE A - 5 . e'.7 WHERE -D' :IOLL. IV;N wjU711 OF
Al EEGE NAILNC AT F PANELS SHu'_ BE F•ALL MEMBERS
NNECTED TO •1%E)&NS
LEI
A.- -,"ALL •F A %YMJV 0; 3,'13 TO EDGE OFLLifSUPP.ARl- Al[ NEL SHFF'S
I PA
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WHERE OCCURS)--
NAILING S;LL BOLTING
OR NAILINGEWE (EN )(!j FIE,:.
IX P T.D.F. SILL PL. W/ `/S'*
1'2 STR,C I (12./'6)
ANCHOR BOLT, G 4 8r O/C
SHEARHAR WALL
2 X 6 STUDS 0 16• O/C
3/4'0 AE * 32' - 160 6 4'
SCHEDULE
4 DOWELS 0 24- O/C FACH
2 100 * 4'
SIDE STAGG SPACING
16'4 AB. a ITS" - 160 0 r
SLAB SEL PLANS
1'2' SfFOC ,32/16
I N. Fir
100 III I _- 5/84 A.8 0 11,' - 160 0 3-
2 3TRuc I
SLAB RUNT.
100 0 37 Qd 0 12 8-0 A.B. O 16- - 2-160 a 3' 4 5'?
IC..,l N1 0
od 111 2'
REITIF
6 24" - 160 9 2 1/2' 1/4 X4 h4
REINFORCING SEE
v
1 10e 0 2- IQ-j At Q
FOOTING SCHEDULE
SEE FOOTING SCHEDULE'
3 TIES 0 T O/C
2-11C T & B.
r--o EACH SIDE4STEELCOLUMN
TH,,Y EASE PLATE
W1 4-3/,-t A BOLTS
0
0
S H E A T H I N r S C H E D 0 L E
VACF ANIL rfpc
NO
S 'DES
NAILING S;LL BOLTING
OR NAILINGEWE (EN )(!j FIE,:.
HORIZ (ORDER CELLS ONLY
1'2 STR,C I (12./'6) I IOC 6 10d G 12' 3/4'0 AE * 32' - 160 6 4'
j- 112- SIF-jC 1 ,_/I() 2 100 * 4' 10d 111 12- 16'4 AB. a ITS" - 160 0 r
1 1'2' SfFOC ,32/16 j III !, 100 III I _- 5/84 A.8 0 11,' - 160 0 3-
2 3TRuc I
SLAB RUNT.
100 0 37 Qd 0 12 8-0 A.B. O 16- - 2-160 a 3' 4 5'?
IC..,l N 1 0
od 111 2'
REITIF
6 24" - 160 9 2 1/2' 1/4 X4 h4
I (32,116)l 2 1 10e 0 2- IQ-j At Q AB Q 16- - 2 -160 111 2 1/2`
ILF -zi & SPS'NC P 1 24/0 0 3/5 ,: fh: cD & I. I 12/ * I L BE STA,GEQED, P0WCOD. I- I FRAMING SHAL, BE 3, OR HIDER AND NAILS SHALL
STUDS 0 16" 1, p AL. PLYWOOL; F" SHALL HE (2j ALL PLfW-JOD EDGES SHALL BE BLOCKED. USE 3, BLOI AT A' O/C NAILING.
9i ALL NAILS SHALL BE COMMON NA!LI
SEE SHEAR 2x 'STUDS 0 Ic :,/c
WALL SCHEDULE
S EA'-ij
E.N PER SEE PLAN
SHEAR 'MALL
erSCHEDULE160O
STA,,EkFD)
POST WHERE
OCCURS TOP, SOFT. k FAID-171GHT
PLAN PIL AN
AT SHEAR WALL AT &ON-SHEAR WALL
PROVIDE RUST WHERE HILD-DOWN
ANCHOR OCCURS SEE -PLAN
161 a 6- 1
SILL PLATE
10' 0 16' O/C
LATE
FILLER BLOCK
SHEARWALL
SEE PLANS /-E.N. I P.
EEL COLUMN
4X6 EACH SIDE W1
I/ IF WELDED STUDS o
Ii o/c
SIIEArWALL
EN. TYR. SF.E PLANS
SHEARWALL
SEE PLANS
STEEL COLUMN
4X6 W/ '11WELDEDSTUE;' 0
Is- o/c
STEEL COLUMN @
4X6 W/ 3/;0
WELDED STUDS 0
Far oI
a]
AYA1LAaIJ AT
FaEn Alas core m1ro1m
ts of '44,11tv
7.
0*1S 10 MATCH
2' S7; DS 0 16. O/C
8: C.M.U. WALL W1 06 0 32' RR I FWALL 'Elf EIN A. O/C VERT & 05 4 49- OIC
IN SIZE SPACING
WAI I PONE IN SIZI AND
HORIZ (ORDER CELLS ONLY
LAP 441 W/ VERT.
PA(1Nfi (AP 400 WITH
WITH REINFORCING)
BAR.R
VEIICAL BARS
T1 PIf.AL
6' NOMINAL 4 OWLS, 0 24" 04 OWLS. 0 24" 0 c
2.
CUR.
SEE
36,
LI
2"
CUR
lie-o 5/8 X3 X'
1-05 CO 0
6 1/8'
Sim COURSE SLAB RUNT.
PER PLAN
112 X3 15 4 5'?
IC..,l N1 0
F-rG SIZE. REITIF
47r
2-#S PEBAR
AT LINTEL ",P.
SECTION
05 PEBAP AT
JAMB TIP.
BLOCK HALL PEP. PLAN
PLAN
01
ME
SIVII-N I-OLDOIVIV
POST PER PAN PER PLAN - DOLTS
PER SCIIII)VUE
STD WASHERS PEO.D
TOP OF SLAB SILL PLATE
TOP OF FOOTIN
60,T PER SCHEDULE -7
FLA scANCHORTEPIP HE'
1, 0'L 0 0 Ai N C 0 j L E
2' S7; DS 0 16. O/C
ANCH OP
N,,N BEARING WALL)
A)WELS Iv MAI.;H AI,
0.14" DIA --LTI DN'
WAI I PONE IN SIZI AND
D- Vi PII.- 0 32- Cl
E
PA(1Nfi (AP 400 WITH
2
W! 1 14 CA DISCS
VEIICAL BARS
T1 PIf.AL
4 OWLS, 0 24"
SLAE PPIJ041, N(
4"P
SEE
Y-3/4'0 AD. 10 WAIL
2"
CUR
lie-o 5/8 X3 X'
DAlum ELEV. 0'-
6 1/8' 2-
1/6, 112 X3 15 4 5'?
IC..,lN1 0
3 111
COURSEBTMlU
1 1;'4'0 1/4 X4 h4 i
LAB RENE
3 1/L-
PER PLAN
If
E; sm
3 -/2-
1 I/:'9 1 7/8 X4 X41 1
FTC.. SIZE & PLINF
PER FTG S C HEDULE
ME
SIVII-N I-OLDOIVIV
POST PER PAN PER PLAN - DOLTS
PER SCIIII)VUE
STD WASHERS PEO.D
TOP OF SLAB SILL PLATE
TOP OF FOOTIN
60,T PER SCHEDULE -7
F LA scANCHORTEPIP HE'
1, 0'L 0 0 Ai N C 0 j L E
2' S7; DS 0 16. O/C
ANCH OP
N,,N BEARING WALL)
N'I E>L T'
Tv 'HD
0.14" DIA --LTI DN'
AIiN
D- Vi PII.- 0 32- Cl
E
11C VN Ek-Ptb.[I,T
2
W! 1 14 CA DISCSIXPT.OF SILL PLATE T1 PIf.AL
IDI
314'A
SLAE PPIJ041, N(
4"P
SEE
Y-3/4'0 AD. 10 WAIL
ME
SIVII-N I-OLDOIVIV
POST PER PAN PER PLAN - DOLTS
PER SCIIII)VUE
STD WASHERS PEO.D
TOP OF SLAB SILL PLATE
TOP OF FOOTIN
60,T PER SCHEDULE -7
FLA scANCHORTEPIPHE'
1, 0'L 0 0 Ai N C 0 j L E
TYPO ANCHOP ANCHOR
PLATE
N'I E>L T'
Tv 'HD
152,2, 3/16 BRACE-\
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DETAILS
PROJECT 140MBER 95005
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10. PER U.B.C. 2402(C) * 1998 CRY OF LOS ANGELES AMMENDMEMTS, '• { I
try
REINFORCEMENT SMALL BE SECURED AGAINST DISPLACEMENT 4i '
sf J
PRgR TO GROUTING. BY WIRE POSRIONERS OR OTHER SUITABLE 1 1DEVICESATINTERVALSNOTEKCEEDNC200BARDIAMETERS
Cx , .- - 11. VERIFY ALL WALL OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL. AEET
A PROVIDES
E, MASONRY WALL14. WALL OPENINGS. EXTEND 05 BARS AST EDGE OF OPENINGS
k.
ON ALL SIDES U.N.O. PO PEMAIII i 5+1'L: /A I IONS 'da
13. CONTROL JOINTS PER DETAIL 10 /SII SMALL BE LOCATED AT stoTr lAi AASA s I ,
48' -0' ON CENTER MAXIMUM.
s
a ' 1A. MAINTAIN Y CLEAR FROM FACE OF MASONRY TO ALL REINFORCING. re ro •
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me
4 • .
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nnnm+ wndnu
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11. ALL LINTELS TO HAVE i5 • 2e 0/C VERTICAL U.N.O. ON WALL
Ss•{ 1B. CONTROL JOINTS SMALL BE PLACED AT LEAST 4' -8' FROM EDGE OF
WALL OPENINGS.
10. LY INSPECTEr AND PRISM ESTSALLMASONRYISTOBESPECULLT
w• t • °
P . , .
a M. f .. - ;•' .4 SMALL BE PERFORMED N ACCORDANCE WITH ;ECWON 2 405(C) OF . ' PROJECT NUMBER 95005
THE
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IUR SIZE k SPACING 1AG3FR PLYWOOD
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EN
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AT UNSURE JRTED SIJE iC HE11IEDGES. (ON11 - II Il
WHEN CALLED FOR
3/8
ON PLANS.
NT x 0
EACH STUD - - --
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NO1E IE. N I
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160 O 6' 0/C
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EACH STUD - - --
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6
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HANGERS GYPSUM WALT UOARD SHALL
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k BACF SIDE OF HANGERS.
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NT x 0
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HANGERS GYPSUM WALT UOARD SHALL
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jll k BACF SIDE OF HANGERS.
fl I.UMN EEE P. rl ANS
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4X NAILER W/ WELOI'D
r THRFAOLD STUDS PER
30D SCHEDULE
ROWS OF
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A' PLATE 1" MAXIMUM
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STUD SCHEDULE
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ARCH,
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BEAM SIZE P1., 4*
BRACE FROM SILL II
wax k WIOx 3/8 5/16 2 1/6'
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ALEX k W18x 3/8 5/16 4 7/8'
W?tx AT N14X t/2 3/8 5 7/8'
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W33X k A36x 5/8 3/8 6 1'
SEE ARCH'L. -- -.
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MARK NO OF NAILS
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1/4- -U BATE W/
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NOTE IIANGERS k JOISTS SHALL DE 6
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HANGERS GYPSUM WALT UOARD SHALL
NOT EE PLACED RE INELN WALL STUDS
Il
jll k BACF SIDE OF HANGERS.
1 1/2 LIGHT'AUCH` CIfNC °STN:
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ON
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1 •1 h • j •J ONSI RUCTDATE'ON SHEL1i.,ONS. DATE' NUMOFR
MIN I 1 ISCnL[... -I - I D•
SHEAR PLATE 1 1. - BEAM WHERE OCCURS SHEAR PUTS I ` RUM WHERE 111URS
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MIN I 1 ISCnL[... -I - I D•
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